• Title/Summary/Keyword: bearing estimation

검색결과 323건 처리시간 0.032초

합, 차 빔 내에서 가섭 신호 동시 제거를 위한 적응 위상 모노펄스 (Adaptive phase monopulse for simultaneous interference cancellation in sum and difference beams)

  • 주경환;성하종;윤대희
    • 전자공학회논문지B
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    • 제33B권3호
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    • pp.142-150
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    • 1996
  • Monopulse technique has been widely used for a bearing estimation of a desired signal. This method can estimate the bearing of the signal with only one pulse, so computational load and complexity are low and its processes are simple. But if the desired signal incidents with interferences or multiple signals exist in the beams, the method fails to estimate correct signal angle. To solve this problem, the method to use adaptive array was proposed. In conventional adaptive array methods, sum beam was formed with fixed weights and ifference beam was formed with adaptive weights determined to minimize beamformer output power with one or more linear constraints, or an algorithm to minimize each sum beam and difference beams simultaneously using adaptively formed one basic beam. Theroretical analyses and simulation results show that the performance of the proposed method is superior to that of conventional algorithms.

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최종관입량을 기준으로 한 합리적인 말뚝 시공관리 방안 (A new proposal for the appropriate quality control of driven piles by using set values)

  • 이명환;홍헌성;김성회;전영석
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2000년도 말뚝기초 학술발표회
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    • pp.51-63
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    • 2000
  • Because of simplicity and easiness, dynamic pile driving formulae have long been used by most of the field engineers for pile quality control purposes. Yet their reliability have been repeatedly reported unsuitable and the results can lead to significant errors. According to the research results by the authors, the two most important sources of unreliability of dynamic pile driving formulae are uncertainty in the estimation of hammer efficiency and time dependent characteristics of pile bearing capacity. Based on this finding a new method is proposed. By using the actual value of hammer efficiency the pile bearing capacity at the time of driving could be reasonably estimated. By performing restrike test sometime after pile installation, time effect coefficient could be determined. The effectiveness of the proposed method was proven in the actual construction project.

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패드 베어링에서 패드사이의 거리가 유막압력에 미치는 영향 (Effects of Distance between Pads on the Film Pressure in Pad Bearings)

  • 김종수;김경웅
    • Tribology and Lubricants
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    • 제13권1호
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    • pp.53-61
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    • 1997
  • Experiments are conducted to investigate the effects of distance between pads on the film pressure and the inlet pressure build-up at the entrance of pad bearings. The inlet pressure and the film pressure are measured by manometers in several cases of the distance between pads. The experimental results are also compared with the theoretical results which are calculated using the several methods for the estimation of the inlet pressure. In the experimental results , the distance between pads has a large influence on the film pressure and the inlet pressure build-up a bearing entrance. It is also shown that the effects of the inlet pressure on the film pressure are remarkable, although inertia parameter is a little higher (${\ge}0.05$).

철도 노반의 지지력 평가를 위한 현장 시험법 적용성 연구 (Application of in-situ testing Methods for Bearing Capacity Estimation of Railroad Roadbed)

  • 박창우;최찬용;이일화;김대상
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
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    • pp.866-875
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    • 2006
  • The field plate load test a good potential for determining modulus since it measures both plate pressure and settlement. However, because The field plate load test is expensive and takes plenty of time for operation, it is very difficult to figure out the test characteristics of railroad roadbed in detail. For faster and economical operation, the Dynamic Cone Penetrometer(DCP) and the Light Falling Weight Deflectometer(LFWD) have been utilized for estimating the bearing capacity of railroad roadbed. The objective of this study is to determine the relationship between the test(PLT, DCP, LFWD) of the railroad roadbed in Korea. The DCP test and LFWD test for evauluating the strength of railroad roadbed materials produced in Korea are presented in this paper.

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GMT 평판의 볼트조인트 강도 평가 (Estimation of Bolted Joint Strength of Flat Plate of Glass-Mat Reinforced Thermoplastics)

  • 강완석;민지현;이재욱;임용택
    • 대한기계학회논문집A
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    • 제27권10호
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    • pp.1636-1643
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    • 2003
  • In this study, bolted joint made of Glass-Mat Reinforced Thermoplastics (GMT) specimen was under tensile loading to investigate the relation between joint strength and glass-fiber weight fraction of the flat plate specimen. The effect of molding conditions such as the initial size of a GMT charge and molding temperatures was investigated under plane strain condition. In consideration of the specimen geometry, minimum end distance and width of the specimen to induce the bearing fracture mode of the bolted joint were determined. And finally, the effect of the outer diameter of washer and clamping pressure on joint strength was also investigated. Since joint strength is dependent on the local glass-fiber weight fraction, experimentally measured strength was modified, considering its irregular values of the specimen molded under various processing conditions in order to obtain a reasonable correlation between the two.

하이드레이트 함유 퇴적물의 역학적 성질 및 지구물리 특성 (Mechanical and Electrical Properties of Hydrate-bearing Sediments)

  • 이주용
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2007년도 추계학술대회 논문집
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    • pp.594-596
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    • 2007
  • Using an oedometer cell instrumented to measure the evolution of electromagnetic properties, small strain stiffness, and temperature, we conducted consolidation tests on four types of sediments. The tested specimens include sediments with different gas hydrate saturation at four stages of loading. The test results show that the electromagnetic and mechanical properties of hydrate-bearing marine sediments are governed by the vertical effective stress, stress history, porosity, hydrate saturation, fabric, ionic concentration of the pore fluid, and temperature. The results also show that permittivity and electrical conductivity data can be combined to estimate hydrate volume fraction in laboratory sediments, methodology that might eventually be extended for estimation of hydrate concentrations in field settings.

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Heat Generation Model of Angular Contact Ball Bearing with Oil-Air Lubrication

  • Na, Hee-Hyeong;Rhim, Yoon-Chul
    • KSTLE International Journal
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    • 제1권1호
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    • pp.63-68
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    • 2000
  • Angular contact ball bearings are mainly used in the spindle, which requires high speed and stiffness. The heat generation is studied by experiments and simulations using a pair of angular contact ball bearings. The temperature variation of inner and outer races and the temperature increment distribution are measured by using thermocouples for the rotational speed, preload, viscosity of lubricant. The measured values from experiments are used to estimate the heat conduction rate. The method of oil-air lubrication is used for the experiment. The amount of conduction heat transfer to the test spindle and the convection heat transfer coefficients long the spindle are computed by using inverse method with temperature increment distribution. Total heat generation rate is estimated with the heat partition rate which is calculated from temperatures of inner and outer races. In addition, the empirical factor of oil-air lubrication method for Palmgren's heat generation model is suggested. The empirical friction coefficients, which are obtained from the experiments, depend on the preload condition, and can give us more accurate estimation of the heat generation in ball bearings.

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실내모형 실험을 통한 수평재하말뚝의 회전점 산정 (Estimation of Rotation Point of Laterally Loaded Piles through Laboratory Test)

  • 황성욱;홍정무;이준환
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 추계 학술발표회
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    • pp.744-747
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    • 2008
  • In this study, to analyze the rotation point of piles, the laboratory lateral load test was performed. The lateral load bearing capacity is one of the important factor related with structure failure directly. Analyzing rotation point in different soil condition, relative density and stress condition, leads more accurate ultimate lateral bearing capacity. Also, reliability was analyzed about established 예측식 as applying to tapered pile. As a result, the established prediction was suitable to cylider pile, but not to tapered pile.

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매설된 선배열 음향센서를 이용한 표적 위치추정 성능향상 기법 연구 (A Study to improve a Target Localization Performance using Passive Line Arrays buried in the Seabed)

  • 양인식
    • 한국군사과학기술학회지
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    • 제8권2호
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    • pp.49-57
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    • 2005
  • The target localization using the line arrays buried in the seabed is a difficult problem due to the complex sea bottom characteristics and need to compensate the wave propagation effect to localize the target accurately Sound speed mismatch in the seabed causes a bias in the target bearing estimation and induces the localization error. In this paper we describe a target localization method with improved accuracy of target bearing and localization by calibration the sound speed in the seabed. The proposed algorithm is verified through the ocean data.

헬리컬파일 연결부 개선에 따른 지지력 평가 (Estimation of Bearing Capacity according to Improvement of Helical Pile Connection System)

  • 이종범;정대석
    • 한국재난정보학회:학술대회논문집
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    • 한국재난정보학회 2017년 정기학술대회
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    • pp.347-348
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    • 2017
  • 헬리컬파일은 한 개 이상의 나선형 원판이 고강도 강관 파이프에 부착된 말뚝이다. 기존의 헬리컬파일은 커플러 형태의 연결방식을 사용하였으나, 볼트 구멍과 볼트사이의 유격 및 연결소켓과 강관 사이의 유격등으로 인한 높은 지지력 기대가 힘들었다. 본 연구는 헬리컬파일 연결방식 개선을 위해 기존 커플러형식에서 플랜지 형식을 적용하였고, 정재하시험을 통해 지지력을 비교 분석 하였다. 정재하시험결과 플랜지 형태의 연결방식이 커플러 형태의 연결방식보다 높은 지지력이 발휘되었고 플랜지형태 적용시 상향식그라우팅이 가능하여 품질이 향상되었다. 또한 연결부 유격을 방지 할 수 있었다.

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